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W4-2R W20-5R W20-1 <br /> WITH <br /> N RIGHT ROAD <br /> CLGSED <br /> ROLL SPACING AHEAD AHEAD <br /> (MIN 50'MAX100') TRUCK WORK <br /> WITH <br /> FLASHING BUFFER SPACE TAPER LENGTH SEE SEE SEE <br /> BEACON (SEE TABLE A) (SEE TABLE A) NOTE 1 NOTE 1 NOTE 1 <br /> WORK AREA <br /> 0 <br /> o 0 0 <br /> - - - - - - - - -�� � ���� � - - - - - - - - - - - - <br /> -4 -4 W Marine View Dr -4 F <br /> NOTES LEGEND <br /> 1. DISTANCE BETWEEN SIGNS SHALL BE 100'FOR IN CONE OR CHANNELIZING DEVICE SEE STANDARD <br /> RESIDENTIAL STREETS(25 MPH)AND 350'FOR DRAWING 713. <br /> ARTERIAL ROADWAYS <br /> 3 <br /> 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR <br /> NIGHT-TIME USE(OPTIONAL). <br /> 3 3. DISTANCES MAY VARY AS APPROVED BY THE <br /> ENGINEER. <br /> TABLE A 4. SPOTTERS REQUIRED WHENEVER THE CONTRACTOR <br /> SPEED TAPER LENGTH CONE SPACING BUFFER MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE <br /> (MPH) FOR SHIFT WIDTH (FT) SPACING WORK SITE WITH MATERIALS OR EQUIPMENT <br /> 10' 12' TANGENT TAPER (FT) (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). <br /> 25 105' 125' 25 55 5. SIGN SIZE PER MUTCD. CITY OF EVERETT <br /> 0 <br /> 30 150' 180' 30 85 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY.FOR PUBLIC WORKS DEPARTMENT <br /> 35 205' 245' 35 20 120 SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS <br /> 0 40 270' 320' 40 170 SEE CURRENT MUTCD. °"RYAN SASS C&E";PERT PAULWILHELM "' ESH 02�28j2018 <br /> 45 420' 540' 45 220 Escort pedestrians through work site safely,as needed. TRAFFIC CONTROL PLAN <br /> €3 5 LANE ROADWAY 704 <br /> WITH RIGHT LANE CLOSED <br />